Please use this identifier to cite or link to this item:
192.168.6.56/handle/123456789/46332
Full metadata record
DC Field | Value | Language |
---|---|---|
dc.contributor.editor | J. Gunn, M | - |
dc.date.accessioned | 2019-02-21T08:53:32Z | - |
dc.date.available | 2019-02-21T08:53:32Z | - |
dc.date.issued | 1987 | - |
dc.identifier.isbn | 0-470-20816-3 | - |
dc.identifier.uri | http://10.6.20.12:80/handle/123456789/46332 | - |
dc.description | Initial chapters describe basic theories of continuum mechanics, critical state soil mechanics and finite element techniques. Most of the book is devoted to the description of an 8000 line FORTRAN program called CRISP (critical state program) which uses the finite element technique and allows predictions to be made of ground deformations using critical state theories. CRISP differs from most programs used in geotechnics in that it is possible to predict the development of deformations with time. | en_US |
dc.language.iso | en | en_US |
dc.publisher | by Taylor & Francis Group, LLC | en_US |
dc.subject | Critical State Soil Mechanics | en_US |
dc.title | Critical State Soil Mechanics Via Finite Elements | en_US |
dc.type | Book | en_US |
Appears in Collections: | Building Construction |
Items in DSpace are protected by copyright, with all rights reserved, unless otherwise indicated.